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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 CrAccepted-AOC | ₹6.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹6.9 Cr+₹4.1 L (0.60%)Rejected-Finance | ₹6.9 Cr+₹4.1 L (0.60%) | L2 | Rejected-Finance L2 |
| 3 | L3₹7.0 Cr+₹10.7 L (1.55%)Rejected-Finance | ₹7.0 Cr+₹10.7 L (1.55%) | L3 | Rejected-Finance L3 |
| 4 | L4₹7.1 Cr+₹18.9 L (2.75%)Rejected-Finance | ₹7.1 Cr+₹18.9 L (2.75%) | L4 | Rejected-Finance L4 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Thomas Mathew L1 | Sony Mathew L2 | SAJEEV MATHEW AND COMPANY L4 | MANOJ MATHEW L3 |
|---|---|---|---|---|---|---|---|
| 1.00APPENDIX - A ROAD WORK | |||||||
| 1.00 | 3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. | 136.25 | cum | 54 ₹7,357.5 | 53 ₹7,221.25 Lowest | 100 ₹13,625 | 55 ₹7,493.75 |
| 1.00 | OD297554/2025-2026:Scarifying the existing bituminous road surface to a depth of 50 mm then levelling the ground with scarified materials mixed with water at OMC and then by rolling so as to achieve minimum density for embankment constructions. | 22,765.98 | sqm | 5.75 ₹1,30,904.39 Lowest | 5.8 ₹1,32,042.68 | 30 ₹6,82,979.4 | 7 ₹1,59,361.86 |
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 1,413 | cum | 54 ₹76,302 | 52 ₹73,476 Lowest | 100 ₹1,41,300 | 65 ₹91,845 |
| 1.00 | 3.8.A:Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Mechanised | 23.48 | cum | 705 ₹16,549.88 Lowest | 709 ₹16,643.78 | 1,500 ₹35,212.5 | 1,000 ₹23,475 |
| 1.00 | 3.18:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | 1,120 | cum | 635 ₹7,11,200 Lowest | 638 ₹7,14,560 | 1,000 ₹11,20,000 | 1,000 ₹11,20,000 |
| 1.01 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 640 | cum | 99 ₹63,360 Lowest | 99 ₹63,360 Lowest | 100 ₹64,000 | 100 ₹64,000 |
| 1.01 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 1,326.07 | cum | 3,850 ₹51,05,384.9 | 3,870 ₹51,31,906.38 | 3,500 ₹46,41,259 Lowest | 3,600 ₹47,73,866.4 |
| 1.01 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 4,051.79 | cum | 3,920 ₹1,58,83,028.56 | 3,936 ₹1,59,47,857.25 | 3,665 ₹1,48,49,821.35 Lowest | 3,700 ₹1,49,91,634.1 |
| 1.01 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 27,011.75 | sqm | 68.2 ₹18,42,201.35 | 67 ₹18,09,787.25 | 60 ₹16,20,705 Lowest | 65 ₹17,55,763.75 |
Tender Value
₹6.4 Cr
EMD Value
₹2 L
Closing Date
6 Mar 2026, 5:00 pmClosed
Superintending Engineer
PWD ROADS South Circle Thiruvananthapuram
GENERALBudget Work 202324 Improvements and Providing BM BC to Kanam Chamampathal road at Ch00003200 Kanjirappara Kanam Road bwCh1350 1600 km Kanam Pathandu road at Ch00002000 kmBM amp BC WORKGeneral Civil Work1
2026_PWD_840629_1
PWD/RB/TR/12542/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
330 days
Kottayam
Refer tender documents
8 documents required · 8 mandatory
₹13,010
Yes
₹2 L
Yes
23 Jul 2026
25 Feb 2026
9 Mar 2026
25 Feb 2026
6 Mar 2026
25 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX - A ROAD WORK | |||||
| 1.001 | 3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. | - | cum | - | - |
| 1.002 | OD297554/2025-2026:Scarifying the existing bituminous road surface to a depth of 50 mm then levelling the ground with scarified materials mixed with water at OMC and then by rolling so as to achieve minimum density for embankment constructions. | 1 | sqm | - | - |
| 1.003 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | - | cum | - | - |
| 1.004 | 3.8.A:Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Mechanised | - | cum | - | - |
| 1.005 | 3.18:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | - | cum | - | - |
| 1.006 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | - | cum | - | - |
| 1.007 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 0.6 | cum | - | - |
| 1.008 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 0.2 | cum | - | - |
| 1.009 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | - | sqm | - | - |
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